HomeMy WebLinkAboutNotice of Acceptance MIAMNDADE MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND;ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION RECEf i(286)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamiaade.aov/economy
DAB Door Company,Inc. NUV
12195 NW 98'Avenue
Hialeah Gardens,FL 33018 Per St,Lucia CRuntynr Z
SCOPE: {
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In
Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of
such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined
by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein and has been designed-to comply with the Florida Building Code,including
the High Velocity Hurricane Zone.
DESCRIPTION:Hurricane Master Model 8241811 Steel Sectional Garage Door up to 16'-2"Wide w/
Window Lite Option(DP+48.0,-52.0 PSF)
APPROVAL DOCUMENT:Drawing No.98-05,titled"24 GA.Roll Formed Steel Sectional Garage
Door",dated 02/23/1998,with revision M dated 10/03/2017,sheets 1 through 6 of 6,prepared by Al-Farooq
Corporation,signed and sealed by Javad_Ahmad,P.E.,bearing the Miami-Dade County Product Control
renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County
Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING:'A permanent label with the manufacturer's name or logo,manufacturing address,model/series
number,the positive and negative design pressure rating,indicate impact rated if applicable,installation
instruction drawing reference number,approval number(NOA),the applicable test standards,and the
statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side track,
bottom angle,or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application-has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for
sales,advertising or any other purposes shall.automatically terminate this NOA.Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety. _
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA#17-1018.11 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as
well as approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No.20-0107.05
MIAMI•DADE COUNTY
Expiration Date:July 21,2025
t Approval Date:March 5,2020
l a2/251�°� Page 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files
A. DRAWINGS
1. Drawing No.98-05,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated r
02/23/1998,with last revision L dated 03/05/2015,sheets 1 through 6 of 6,prepared by Al- -
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NOA#11-0414.13"
1. Test Report on Uniform Static Air Pressure Test,Loading and Forced Entry Test per.FBC,
TAS 202-94,of"DAB 824 Sectional Residential Garage Door"prepared by Hurricane
Engineering&Testing Inc.,Report No.HETI-07-4267,dated 06/29/2007,signed and sealed
by Candido F.Font,P.E.
2. Test Report on Large Missile Impact Test per FBC,TAS 201-94 and Cyclic Wind Pressure
Test per FBC,TAS 203-94,of"DAB 824 Sectional Residential Garage Door",prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI-11-3206,dated 02/10/2011,signed
and sealed by Candido F.Font,P.E.
3. Test Report on Tensile Test per ASTM E8-08 of"Sectional Residential Door(skin)",prepared
by Hurricane Engineering&Testing Inc,Report No:HETI-11-T101,dated 01/29/2011,
signed and sealed by Candido F.Font,P.E.
"Submitted under NOA#05-0217.02"
4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test,of"Sectional
Residential Door with Windows"prepared by Hurricane Engineering&Testing Inc.,Test
Report No.HETI 03-1328,dated 07/15/2003,signed and sealed by Rafael E.Droz-Seda,PE.
5. Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Door"prepared by
Hurricane Engineering&Testing Inc., Test Report No.HET!03-1329,dated 07/15/2003
signed and sealed by Rafael E.Droz-Seda,P.E.
6. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door(skin)"prepared by
Hurricane Engineering&Testing Inc,Test Report No.HETI 03-T078,dated 10/31/2003,
signed and sealed by Rafael E.Droz-Seda,P.E.
"Submitted under NOA#03-0210.04"
7. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel panels,
prepared by Celotex Corporation,Test Report No.258592,dated 08/17/1998,signed by W.A.
Jackson,P.E.
C. CALCULATIONS "Submitted under NOA #14-0814.0811 "
1. Anchor verification calculations prepared by Al-Farooq Corporation,dated
09/22/2014 and 07/24/2014,signed and sealed by Javad Ahmad,P.E.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.20-0107.05
Expiration Date:July 21,2025
Approval Date:March 5,2020
" E-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
t
C.. CALCULATIONS (Cont) "Submitted under NOA#09-0128.01"
2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 04/05/2011,signed and sealed by Javad Ahmad,P.E.
"Submitted under NOA#09-0128.01"
3. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 12/18/2008,signed and sealed by Humayoun Farooq,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics,for their
Lexan Sheet Products,approved on 11/28/2013 and expiring on 07/17/2018.
2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam,LLC,for their
Insulfoam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on
11/29/2017.
3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products,LLC,for their Expanded
Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring on 01/11/2017.
4. Notice of Acceptance No..11-0926.06, issued to Dyplast Products,'LLC,for their
Dyplast ISO-C1 Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on
01/11/2017. — ---
5. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North America Inc,for
their Expanded Polystyrene Block Insulation,_approved on 02/24/2011 and
expiring on 02/24/2016.
"Submitted under NOA#05-0228 02"
6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
ASTM G155 of"PVC Extrusion Material';prepared by Hurricane Engineering&
Testing,Inc.,Report No.HETI 04-A002,dated 09/27/2004,signed and sealed by Rafael E.
Droz-Seda,P.E.
7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared by.
Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated 11/29/2004 signed
and sealed by 1.Ghia,P.E.
8. Test Report on Self-Ignition Temperature Test,Rate of Burn Test and Smoke Density Test
of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories, Report No.
04-761-15019.0,dated 05/06/2004,signed and sealed by J.L.Doldan,P.E.
F. STATEMENTS "Submitted under NOA#14-0814.08"
1. Statement letter of code conformance to the 51 edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.20-0107.05
Expiration Date:July 21,2025
Approval Date:March 5,2020
E-2
DAB Door Compan-y.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUB
2. New evidence submitted*
A. DRAWINGS "Submitted under NOA#17-1018.11"
1. Drawing No. 98-05,titled"24 GA. Roll Formed,Steel Sectional Garage Door",dated
02/23/1998,with revision M dated 10/03/2017, sheets 1 through 6 of 6,prepared by
Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-0221.06, issued to Insulf6am,LLC,for their Insulfbarn
Expanded Polystyrene Insulation,expiring on 11/2-9/2022.
2. Notice of Acceptance No. 16-1108.04,issued to-Dyplast Products,LLC,for their
Dyplast ISO-Cl Polyisocyanurate Insulation, expiring on 01/11/2022.
3. Notice of Acceptance-No. 15-1203.04,issued to Celldbarn North America Inc, for
their Expanded Polystyrene Block Insulation, expiring on 02/24/2021.
4. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics,for their Lexan
Sheet Products,expiring on 07/17/2018.
F. STATEMENTS
1. Statement letter of code conformance to the 6th edition(2017)FBC,prepared by Al
Farooq Corporation,dated 12/23/2019, signed and sealed by Javad Alunad,P.E.
G. OTHER
1. This NOA renews NOA#17-1018.11.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.20-0107.05
Expiration Date:July 71,2025
Approval Date:March 5,2020
E-3
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CALV.STEE7.CENTER HINGE _-' PUSH NUT' OPTIONAL DOOR NEWER
STEEL PLATE END ONE 5/16-18 MS W/NUT
O W/(4)g14 X 5/8'SMS d�B �.�\ FASTENED T0.END STILE WfRi TO BE INSTALLED AT qq
WITHOUT DELRON SLEEVE(STD.) Y \A 8) g14 X 3/4'SELF DRILLING SCREWS �CENTER STILE m i
O 7-1/2'X 3'X A71'GALV.STEEL. 1 6)® 1 SSE.SHEET 4 FOR TOP BRACKET OPTIONS i °1
END ROLLER HINGE I PRODUCT RENEWED b
W/(B)�14 X 5/8'SMS. 1 ®O I CENTER STILES as complying with the Florida A 0 k h '
WTTHOt)T DELRON SLEEVE.(STD.) - / SEE SCR.'A' 9uildln9 Code (- ):
WITH DELRON SLEEVE(OPTIONAL) 1- NoIENo. 2Q-0107.05 i .
\ ® Expiration o e0712112025 O m
7-1/2•X 2-1/4'X.071• 0 NL' i.
GALV.'STEEL CENTER
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CONFORMS TO.SECTION 1008 REGARDING \\ I a1 0 4 Q
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6'-e' 2 SECTIONS t8'2 SECTIONS 21• STEEL PLATE \�- OPNG;AREA NOT TO E(CEED 120.SQ.IN. DOOR Y86T}{ O0 Z .
6'-9' 1 SECTION 1ST 3 SECTIONS 21' WITH(4) #14 X'3/4'SPS ,•+ 16'-2" p N p c
7 4 SECTIONS 21'-- DOOR TESTED IN ACCORDANCE WITH,THE REQUIRELIENTS.OF FLORIDA d rn m
7'-3' - - 3 CENTER.STILE THIS PRODUCT 1S:RATED FOR LARGE.MISSILE IMPACT INSIDE ELEVATION I1111LONO CODE TAS-202,TAS-201 &TAS-203 FOR HVHZ AND 47 2 N-a
7'-8' S SECTIONS 18'- I ASTM E18B(--05 ASTM E1996-09. N 0 S f=
7 SECTIONS'-W_ 4 iW I SECTION 21• OUTSIDE END STILE RAISED PANEL EMBOSSED DOOR GENERAL NOTES
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B' 3 SECTIONS 19'2 SECTIONS 21' HANDLE
8'-3' 2 SECTIONS IV*IB• I,TH6 PRODUCE HAS BEEN DESIGNED'AND TESIID TO COMPLY WTRI THE
.81-6' 1 SECTION 18• 4 SECTIONS 11' DAD DOORS INC. REQUIREMENTS OF THE.2014(5TH EDMON)/2017(SIR EDITION)FLORIDA
W-e' 5 SECTIONS 2P- HQrriopne Master®Model 824/81.1 BOLDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). G o
9' 6 SECTIONS 18'- LOCK BAR GUIDES Mdic..Size 18'-'�" X 16'-0° High 2.ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN,ON DETAILS N I --
4'-3' 5 SECTIONS-I r T SECTION 21' 4 0 INSTALLED ON END STILE ! With Window Lite Option•- AND INSTALLED PER MANUFS INSTRUCTIONS.OR STUCCO.
EMBEDMENT TO BASE w ,
V-6• 4 SECTIONS 18'2 SECTIONS 21• 'WITH (4)#1d X SIV SMS MATERIAL SHALL BE BEYOND WAIL DRESSING.OR SNCCO. c
9-9' 3 SECTIONS 18'3 SECTIONS 21' ° Q DESIGN PRESSURE RATING = + 48.0 PSF 3.A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WDDD-ONLY. $u H w o
10' 2 SECTIONS IS'4 SECTIONS 21• 18T X 6W LOCK BAR 4.MATERIALS INCLUDING BIlE NOT LIMITED TO.STEEL/MEGIL SCREWS;THAT 33 1
10'-3• 1 SECTION 18' 5 SECTIONS 21' ENGAGES IN TRACK S2.O PSF COME INTO CONTACT WITH OTHER DIs9MILAR MATswLS SHALL MEET THE `e u
ON EACH SIDE OF DOOR
10'-6'5 SECTIONS 21'.- CENTER STILES SCHEDULE'A' REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG.,CODE&ADOPTED STANDARDS
_ 10•-9'6 SECTIONS IV 1 SECTION 21' CENTER'slll6 CONFlGURATION 5.THIS PRODUCT APPROVAL IS GENERIC AND'DOES NOT PROVIDE INFORMATION-
i V 5 SECTIONS 18'2 SECTIONS 21; OUTSIDE KEYED LOCK FOR A SITE SPECIFlC PROJECTS I.e.UFE'SAFETY OF THIS PRODUCT;ADEQUACY ;
DOOR WIDTHS a OF CENTER STILES OFSTRUCNRE RECEMNG`IRIS PRODUCT AND-SEAUNO AROUND.OPENING FOR - -
11'�i'4 SECTIONS 18"3 SECTIONS 21' .OPTIONAL ® ®®® e'-0'TO 9'-10' 2 WATER INFILTRATION RESISTANCE ETC. - it + �+
II•W 3 SECTIONS IS'4 SECTIONS 21' CONDITIONS
".-9'2 SECTIONS 18.5 SECTIONS 21' LOCK BAR LOCKING SHOWN 10'-0'TO 11'-10' 2 ANDBE NOT w SHOWN IN THIS G OFFICIAL
ARE TO BE ANALYZED SEPARATELY.
5 ALTERNATE:TO 12'-0•TO 13'-10' 3PND TO BE REVIEWED BY BUDDING OFFICIAL.
12' 7 SECTIONS 21"8 Sf:TT10Ns 21• SPRING LOADED.SLIDE'SOLT 14'-0'To IV-10' 4 6.WNUFACTURER•S LABEL SHALL BE LOCATED ON A.READILY VISIBLE LOCATION
12'-3'7 SECTIONS 21•- LOCKS SHOWN ABOVE 8'-0''70 9'-10' _
12'-6•a SECTIONS 18'2 SECTIONS 21' DUOR WIDTHS - 15'-11 TO 18'-Y S. LA ACCORDANCE PLYITH SECTION SECTION
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12'-9•S SECTIONS 18 I SECIIONS'21' ' `AA dT�IIJ 1
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1 -3'3 SECTIONS 1C S SECTIONS 21' Ii�00DlICtlit6 �'-'••-, �Y7
7T-6'2 SECTIONS 18'6 SECTIONS 21' whi the FTio W MAY BE USED, ,: V . "• �� i;
131-9' T SECTION 18` 7 SECTIONS 21' Q" IN LIEU OF�14 X 5/B'SMS
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14' a SECTIONS 21'- Au�W4eRo-1 10-0
14'.a•a SECTIONS 18'3 SECTIONS,21' i41esUly zt.2-0247 DOOR'WIDTHS `" DOOR WIDTHS *;• f7 < -
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'STEEL TRACK BRACKETS f
SEE SKEET 3 FOR SPACING I F
I L : �:' JCENSF'•.• r
7-1/2'X.050' 1/4-20 BOLT
0592
INTERIOR SIDE 7-1/2'X.071', &NUT 1 It o 3
.STEEL TRACK: CENTER HIGALV.�NCE END ROLLER HINGE irz
14 GA X 2-i/$"X 1'(srMDARD) 1.82'DIA.%.50'STEEL ROVERS.(STD.) Q' tEDP /. drawing no.
12 GA.X 3-5/18'% 1-1/2'((OPTIONAL) 7/8'PUSHNU7` 1.82'D�•.X.50'NYLON ROLLERS(OPTIONAL i
FASTENED TO TRAOK PLAITS INSTALLED ON ROLLER SHAFF )) •'•.. R1DR `,�q\`�� �8_05
W/IS 4-20 X 5/8'TRUSS HD. 2.75-DIA X.SO-STEEL ROLLERS(OPTIONAL) OG,�.• J zC+.) �i�ss/Q
SLO'TIEU M.S.&LOCK NUT §ECTiON B-B 4.75'DIA.X:50`NYLON ROLLERS(OPTIONAL) hTliYAL(111) sheet 3 of 6 '
WITH 5"STEM 0
1-1/2`.X 1/2•X i/8.HORIz ANGLE
POP RIVETS 5/16-X 1-5/8'LAG SCREWS INTO WOOD OR HORR.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 7 FT.
2` /! V- S
4'X 5-1/2'X.3'X.1b4" 5/16"SLEEVE ANCHORS CENTER SUPPORT REOD.ON DOORS .WRHOUT INSULATION OR WINDOWS, o
GALV. TEEL • WITH 1-1/4'EMBED INTO MASONRY EYgEEDING 8 FT.IN HOG 2'X 2'X 1/8'HORR,ANGLE �• I
TOP ROLLER BRACKET ON FAGH SIDE 3 PER BRACttE7 11. p FOR ODOR HBGHIS ABOVE 7 FF.OR m
FASTENED W/18)1r 14 X 5/8'S.M.S. - - II 1 DOORS WITH INSULATION OR WINDOWS 'Z' m ✓
SPOY WELDED TO HORIZ.TRACK 0
090 THK.GAL.STEEL ADJUSTABLE 2-1/2-X 4-1/4-X 13 GA,STEEL PLXTES FIR T1AT WELDS AT 1-7A2'APART rlW.
SLIDE FASTENED TO BRACKET - WELDED TO 1-1 e X 1-1/2'X 14 GA.ANGLE -- A►-J NNE AT 3'O.CA,REST AT 9'O.C.
W/5/16-16 X 3/4"HEX HEAD / CONNF_C.TED.70 FLAG BRACKET ANGLE
M.SCREWS k NUTS, WITH(4) 1/4-20�5'S BOLT k NUTS -- W/3A8-1,6 X 3/4,'BOLT&NUT
HORIZ.TRACK LENGTH=OPENING HEIGHT PLUS tY pryq Tp.SPRING SHAFT GUIDE WITH 0 ,�. 1.
TOP BRACKET 5/8'BOLT&NUT 0, '
(STANDARD) TOP BRACKET µWI
1Y GG a
0(OPTIO
LOW HEADROOM DOOR 0 p uT
14 GA,GALV.STEEL TRACK p o j
HORIZONTAL REINFORCEMENT VERTICAL TRAGIC . 0 O< 3
1/2'X 1-3/4'X.058'FORMED STEEL 2-1/8,X 1'X.080'
CLUED TO PANEL AND FASTENED TO SECTION A—A rn i g a
VERTICAL STILES WITH 2'X 5-1/2-X.104' g p LL 6
(2)7/18 POP RV STEEL ETS GALV. - Q w
FASTENED W/ 4)tltl 14 X 5/8'. u
T0�RdLLIIt BRACKET FOR DOOR SECTION HBCHTS BRACKET PLACEMENTS .,LI a
LOW HEADROOM DOOR OPTION HEIGHTI ?
HORIZONTAL REINFORCEMENT 1ST 2ND 3RD 4TH 5TH 61 82 B3 84 B5 B6 B7 BB a WLi
1/2'X 1-3/4'X,058'FORMED STEEL 8'-0" 18"18'.18'18"N/A I'TO 2'11-3/4" 23" 34" 45' 56' 67" -
GLUEO.TO PANES AND FASTENED TO _ o, ^ '
VpiOCAL STILES WITH 6'-6' 21'18" 18'21 N/A 1'TO 2"11-3/4 23" 34' 45' S6' 6T
(2)3/16'Pop RIVETS 'T-0` 21' 21" 11-3/4" 23' 34' 45' S6' 6T m
5/16"MEETING RIB I T-6' iB'18" 18'18' 18'1'TO 2'1113/4' 23' 34' 45' 56" 87 .78-1/4"-
_ 8'-0` 21"18' 18'18'2t'1'TO 2'11-3/4" 23- 34" 45' 56' 67" 78-1/4' .'?
1.82'OIA:R:50'STEEL ROLLERS ~x —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM m
a W/,44 DIA.X 5-STEM = FOR DOORS MORE THAN.B Fr. HIGH,USE ADDITIONAL TRACK BRACKETS AT 10"O.C. ;
x w C M t
� Mal
?o T�
OPTIONAL INSULATIONS: o p w 1.9"X 2.79'X 3.3'z.090' Ducr'TtavJr.� a .
BY'OYPLAST PRODUCTS LTC STEEL TRACK BRACKETS �E iwm'4cf1ott43 di E.L.
ISO-96 POLY-ISOCYANURATE n 2-3/16'HIGH p N m Ato:ptaece No ) (� UIm
a 1
IMi51IY=2.0 PCF CONNECTED 70 TRACK WTTIT L
N.bA o16-7106.04 ) 1/4'BOLTS&NUTS.OR 2a n
BY'CELLOFOAM NORTH ERICA! m `SM t p Z
DENSITY= 1.03 PCF {�,bA•':'�dtKt ta'aheT' z 0'o o
01
N.OA#15-1203.04 mm
OR m Q N
BY'Nt I EDAM[CC' N 0 r'_17
DENSITY s 9:92 PCP
_ N.O.A.#17-0221.06
I m I I
GA. HINGES
STEEL
'ROLLER
HINES FASTENED _
W/(6)f 14 x'.5/6'SMS m m z o N
C
MIN. 024'ROLL FORMED STEEL.PANEL. _ °m .°
ORAWINC'OUALRY G-40
MIN.YIELD STRENGTH-39 KSI m K a
wm+pRMIR AND BAKED-ON TRACK CONFIGU AR T10N
POLYSTER'PAINTED TOP COAT
d. APPLIED TO.BOTH SIDES OF STEED - f
UP
a VERTICAL UFT HIGH LIFT STANDARD LIFT LOW HEADROOM
12TO BRACKETALV,STEEL
BOTTOM BRACKET FASTENED DOUBLE TRACK .E 02,x �.
W/(4).Q 14 X 5/8'SMS
AVAILA9 E TRACK OPTIONS L1111IITVV
PRODUCT RENEWED aEN 9
as complying with the Florida
0. R01TOM SEAL OPTIONS Building Code _
SEE SHEET 5 NOA-No. 20 7
-0107.05 = 9 V
Fxplmtion D ta07121/2025 x °
OF
SECTION A-A Miami-Da product Control OLD•
.SEE SHEET 2 FOR LOCATION j ''iAO�AL'�� �` 98-05 f
OF REINFORCING TRUSSES VV1111111LU sheet 4 of 6 '
T.
V'
3 4' REINFORCEMENT mQ ?
1/2'X 1-3/4'X.659" �4. o
IN. FORMED STEEL a
GE I{a X 1' I +
DST, SELF DRILLING SCREWS /B%1' m
. '.1-1/2'MIN. OR SELF DRILLING SCREWS Z
I E DIST. I m 3/16''RMEW'STEEL RIVETS OR Qin
g . MULTIGPoP W/DOME WAD 3/16''RIVE.STEEL RIVETS Z °�
�$ AT 48"O.C. MULTIGRIP W/DOME HEAD
3 I W a3 RENFORCEAIENT AT 48'O:C:
1/2'%1-3/4'X.OSB' \\,
Q CI
FORMED STEEL
�: 1/4'DIA.LAG SCREWS 1/4'.OIA.LTG SCREWS �De
WOOD BU I AT IV FROM ENDS 28Y BU I AT 6'FROM ENDS Q to,
Ln
AND 11'O.C.MAX. i AND I I'O,C.MAX. V o !
1 W STEEL'V ADAPTERSTEEL
O C.o Q�pY
RUBBER W STRIPPING z
RUBBER W'6TRIPhINC �N Z
050 _ 1 T_ .040 z o
.22L 534 .700 346 Q uzi m. i
I—� o I
�I—t.75D 1:7go—I
amtwcrAsyti� o � I
BOTTOM SEAL OPTION Sthdie nodiftN
OPTION 'A' OPTION 'B''. Aerep1 NO f .
._ ..
WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SG=0.55 MIN.)
•bSTsy,•BM,—�roenct Cs nY c o
THE INSTALLATION METHODS SHOWN ABODE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT w M iI
TO WOOD STRUCTURES.IF THESE METHODS ARE FOTI.OWED NO ADDITIONAL C'ALCULATIOIAS/OESIGN. T y 4
WILL.BE REQUIRED FOR DESIGN OF GARAGE DOOR,ANCHORAGE. QG Q
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE ANCHOR SPACING a
VERIFIED AND PPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHORS STRUCTURE EMBED SPACING EDGE DIST. i
3 B'HLC SLEEVE BY'HILTI CONIC._ 1-1 4 8' 2' C m c o
5 16'%1-5/8' 3 8 OONFLEX BY ELCO' FILLED BLOCK 6' 3-3.4
/ 3 8'DYNABOLT Bt YTW CONIC. 1-1/2 8' 3'
LAG SZOC...
STEEL STRUCTURE BY OTHERS 3 B'POWER-BOLT BY'POWERS CONC. 2• 8' 2' O 3
AT I MUST SUPPORT THE LOADS IMPOSED OBY DOOR StSTEA 6' . 1-1 2' 8 Lo
oCONCRETE f'c=3000'PSI MIN. rn u v5/16'DIA BOLTSC-90 GROUT FILLED BLOCK Fm=2000 PSI MIN.WITH WASHER h NUT
AT 12'D.C.MA%. tD191 I
WOOD BUCK CONNECTION TO MASONRY
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO 1
CROUTED REINFORCED MASONRY BLOCK WALL'OR GONG COLUMN WITHI/4'ULTRACON DY'E.CO'WITH SPACING OFm1-7 4'X 2-1 2`%14 GA1. C. INTO GROUT FILLED BLOCK WAIL,WITH 2-1/4'MIN..EMBED c 12
9"OC.INTO'3000 PSI CONCRETE;WRH t-i/4'MIN.EARED 1-1/Y._ 1-1/2' COSTEELGLE c 612
2-1/2•MIN.EDGE DISTANCE 12 GA.GALV.STEEL
1/4'TAPPER BY'POWERS'WMi SPACING•.OF FLAT BRACKETS t3'LONG X 1"X 14 GAa'O.C.INTO GROUT FILLED BLOCK WALL,WITH.1-1 2'MIN.EMBED 1/16'X 2-1/2 ��7X 1/ AT.12'O.C:IN DOOR OPNG.9'O.C.INTO 3000 PSI CONCRETE;.WfTH 1-3/4•MIN.EMBED FILLETWELDS pT 18'D:C.ABOVE p00R GPNED TO TRACK PLATES
3'.MIN.EX;EWSTPNCE AT 12'O.C.MAX, CONNECTED TO CONi.ANGLE' 1 4-20X5/8TRUSS HD, k
3/8'CONFLEX BY'ELCO'OR W/(3)SPOT YIELDS AT EACH .�,5,k LOCK NUT ..LOT BY'1W WITH SPACING OF 21'O.C.INTO 3000 PSI CONCRETE,WITH 2-1 2•MIN.EMBED N REVERSE TRACK CONTINUOUS ANGLE TRACK m/ TO,S,TEE, TO CONCRETE AND FILLED BLOCK 23'MIN.EDGE DISTANCE '
Hlc SLEEVE Br turn"WITH SPACING OF ALTERNATE TRACK INSTAII-00N
8' C.INTO GROUT FILLED BLOCK WALL,WITH 1-%4'MIN.EMBED 4•MIN. EDGE DISL \\%1 11N UJr
11'O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4'MIN.EMBED AND �\ A/, m L
2-1/2'MIN.EDGE DISTANCE
PRODUCT RENEWED , ucEN9p ��. .
PREPARATION OF J complying with the Florida
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY Building Code :705n '� 1
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED Non-No. 20-0107.05
13Y DOOR SYSTEM. Expiration D e07/2112025 $
FOR DOOR.REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF ��0
RECORD
.'DOOR INSTALLATION MAY BE RWEWED AND APPROVED BY By
drawing no,
BUILDING OFFICIAL UPON INSPECTION.
Miami-Dad Product Control 98-05
,,`�• Tabs.•=a���
MAXIMUM E IMOR(+).LOAD PEA JAMB-(16.17'x 48 PSF)/2=38a Lb.per'FL
MAXIMUM INTEPoOR(-)LOAD PER JAMS-(16.17'X 70 PSF)/2=420.4 Lbs:per FL %I)il'I'11;it 9heeA �j Of 6
� V
.500 '25D 4 U
*PLASTIC COMPLIES WITH I I 7�
DOOR PANEL CHAPTER 26 OF FBC m
24 GA(.024)STEM MN. SEE EVIDENCE PAGE Z
F� n
' 1.765 L725
7/15•DUl WASHER 0
1.114 a ry
i 1%
I C1 o pz�'a
18 X 3/4•SMS 21 3/4' 4•�•800 O Z M
I I 0 3/8•FROM ENDS. MAX. .176 O p Q
.O j I I I i 11 AND 7'O.C.MAX WDW.WIDTH yy 0
�s *.balkiOR FRAM *.INTERIOR FRAME m
1 3 18 1/8' RICH)PVC ONE PIECE INJECTION RIGID WC ONE PIECE INJECTION spy Z o p
I 4 8-X.3 4•SMS • x o Q W N v-o
0'1 / MAX. LL=
0'1-3/8•FROM ENDS `m J 0
j! AND 8-1/2'D.C.MAX. v m o D-L0.
r j11
I 1 �3 o Qom
L Ii! O
II;II A
III] - 175.X.062 DEEP
j ljl GROOVE c1
IN, n
Ij1j '
I I'II N
(1i.1 1/4•POLYCARBONATE LF)CN! '�/�. ! % ✓ 'C 0
!'�1 BY Q
'SA610 INNOVATIVE PLASTICS'
NOA p15-0915.08 C c
I a
� a�
O�,:,s
Ij!j 3. 0 Z
L0 C c
LEI
inrn m
l
I111
I!I!
. 175 X.062 DEEP
GROOVE
of (4).@e x 3/4•sMs e INSIDE ELEVATION ►ROD[ICtAGYI,^gp C3. _
I I�! a t-3/8•ZEROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS m�Nbbsetll LLeM6rYs m a
ANb 6-1/z•O:C.MAX Iid�[aL Oar
I O WINDOW LJTES CAN. BE IN ANY LOCATION IN DOOR SECTION Abrep7aere No 17 IOf R-ll _ - i
1.: #8 X 3/4'SMS C 8_ Arita ylY-a...•2�10
B 1 !j I. 1 .0 3/8•FROM ENDS .175.X.052 DEEP
E I AND 4-1/2.O:C.MAX GROOVE
i11•.:, Q e o n i
r PRODUCT RENEWED
-� as complying with tho Florida >
f I Building Code c i°
�a 88 X-3/4`SMS I NOA-No. 20-0107.05 I 'r
U/j•FROM ENDS
r_ _ Expiration 11e07l2112025
7/16,'DIA WASHER ..\ .................
-- - - Miami-0 Product Control ` '0622
0 1
v =
DOOR PANEL EXTERIOR
34 CA.(:024)STEEL MIN. i
6OCB PANEL 16/16'MIN. . D.L OPG.
24 GA.(024)STEEL MIN: GLA2ING BITE OG"r. D-312-014
WINDOW WIDTH
/ElJ iir[11t1 sheet 6 of 6